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150 - Mobilization
...t file. The IDR is to be generated when the contract value earned reaches 5, 10, and 25 percent value of the original contract amount. The notation of ...tract ID. As an example, when the original contract amount earned reaches 5 percent, all projects within the contract are to be paid at 50 percent of t

2 KB (256 words) - 17:42, 12 January 2022
503 - Paver Placed Surface Seal
[[Category:Division 5]]

610 bytes (69 words) - 18:16, 15 December 2021
506 - Slurry Seal
[[Category:Division 5]]

596 bytes (67 words) - 18:17, 15 December 2021
102.01 Prequalification of Bidders
...icable for trunkline projects with final completion dates on or after June 5, 2024. ...to local agency jobs and MDOT jobs with final completion dates before June 5, 2024.

3 KB (385 words) - 15:22, 26 September 2023
Division 4 Supplemental Information
<center>'''Division 4 Supplemental Information'''</center> ...nd verified using a proving ring. The mandrel is sized to allow for up to 5% deformation of the installed pipe. Nominal pipe diameters are defined in

5 KB (809 words) - 14:29, 23 September 2021
504 - Micro-Surfacing
[[Category:Division 5]]

1 KB (174 words) - 18:17, 15 December 2021
Mandrel Testing of Plastic Pipe
...nd verified using a proving ring. The mandrel is sized to allow for up to 5% deformation of the installed pipe. Nominal pipe diameters are defined in ...equired backfilling and compaction of the trench is completed, but between 5 and 10 work days prior to pavement surfacing or completion of final grade,

5 KB (826 words) - 16:06, 6 May 2021
Hot Mix Asphalt Production Manual
The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Marshall Mixtures – Subsection 5: Added two new points at the end. (Page 6)

4 KB (560 words) - 15:14, 19 June 2017
203 - Removing Drainage Structures, Culverts, and Sewers
Any pipe with a top elevation within 5 feet (1.5 m) of the top of the pavement will be reviewed for removal. [[Category:Division 2]]

2 KB (304 words) - 10:05, 13 September 2023
Interim File Review
...t.htm?fileName=1963.pdf Form 1963]. The sample size will not exceed five (5) items unless major deficiencies are discovered. Some areas on [https://md [[Category:Division 1]]

4 KB (556 words) - 15:47, 6 May 2021
505 - Chip Seals
[[Category:Division 5]]

2 KB (272 words) - 18:14, 15 December 2021
806 - Bicycle Paths
See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht [[Category: Division 8]]

4 KB (545 words) - 12:41, 19 January 2022
107.12 Contractor's Responsibility for Utility Property and Services
.... The current requirement is for the requester to submit the form at least 5 work days prior to the anticipated start date of excavation work (excludes [[Category:Division 1]]

3 KB (370 words) - 11:08, 25 April 2023
502 - HMA Crack Treatment
[[Category:Division 5]]

2 KB (335 words) - 18:15, 15 December 2021
814 - Paved Ditches
<center>5</center> [[Category: Division 8]]

3 KB (428 words) - 12:44, 19 January 2022
204 - Removing Miscellaneous Structures and Materials
If the HMA surface removed is 5 inches (130 mm) or less in thickness, the surface is considered part of the If the HMA surface removed is over 5 inches (130 mm) in thickness and overlying a material such as concrete, mas

10 KB (1,390 words) - 10:07, 13 September 2023
801 - Concrete Driveways
...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne <center>5 inches (125 mm)</center>

5 KB (706 words) - 11:49, 19 January 2022
711 - Bridge Railings
*Bridge Barrier Railing, Type 5 ...:Fig711-02.png|200px|thumbnail|right|Figure 2 Bridge Barrier Railing, Type 5]]

7 KB (1,050 words) - 11:46, 19 January 2022
Main Page
<center>''Construction Field Services Division''</center> !Updated!! Division !! Section !! Summary !! What Changed

68 KB (8,802 words) - 12:10, 1 May 2024
Construction Value Engineering Change Proposal (VECP)
...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their de ::e. Administrator of the Development Services Division (if a local agency project)

9 KB (1,297 words) - 14:57, 11 October 2022
Dev Page
<center>'''Construction Field Services Division '''</center> |<center>11/5/2018</center>||<center>[[Preconstruction_Meeting|Preconstruction Meeting]]<

28 KB (3,726 words) - 16:02, 8 March 2023
Project Closeout Escalation of Accountability
| colspan="5" | | colspan="5" |

13 KB (1,768 words) - 11:05, 13 July 2023
802 - Concrete Curb, Gutter, and Dividers
...o check for irregularities. Any variation exceeding 3/16 inch in 10 foot (5.0 mm in 3 m) in the gutter or top of the curb is to be corrected before th Face forms are supported from the back form by use of division plates. See '''''Figure 802-3'''''. In addition to supporting the face fo

12 KB (1,916 words) - 11:49, 19 January 2022
305 - HMA Base Crushing and Shaping
...kness of the HMA pavement after cold-milling should range from 4 inches to 5 inches (100 mm to 125 mm). [[Category:Division 3]]

4 KB (552 words) - 16:44, 12 January 2022
FPR Frequently Asked Questions
!Updated!! Division !! Section !! Summary !! What Changed |<center>5/13/2020</center>||<center>1 Supplemental</center>||<center>[[109.07_Final_I

16 KB (2,430 words) - 15:46, 6 May 2021
Final Project Review
...vailable with the Construction Contracts Unit, Construction Field Services Division. *Initial Sample Size - A minimum of 5 percent of contract pay items (rounded up) must be reviewed initially or a

19 KB (2,779 words) - 17:01, 6 November 2023
Plans, Proposal, Input, Review and Evaluation
:5. Consultant project stakeholders  (Development and/or Delivery St [[Category:Division 1]]

7 KB (1,055 words) - 11:29, 14 July 2020
815 - Landscaping
<center>5</center> [[Category: Division 8]]

6 KB (797 words) - 17:08, 27 March 2023
813 - Slope Protection
...compound is applied at a rate of 1 gallon per 25 square yards (1 liter per 5 m2). ...mm). Plain precast must be 6 inches (150 mm) thick and 15 square feet (1.5 m2) surface area.

4 KB (644 words) - 17:17, 19 September 2023
109.05 Payment for Contract Revisions
...section 109.05.C, the contractor must provide the detailed estimate within 5 calendar days. A detailed cost estimate is recommended for justification o [[Category:Division 1]]

6 KB (868 words) - 13:19, 6 June 2023
702 - Mortar and Grout
...ording to specifications and contain an expansive admixture that creates a 5-10% increase in volume. They also contain very little chlorides and thus a [[Category:Division 7]]

5 KB (749 words) - 11:43, 19 January 2022
E-Signature
...ID=c961274a08c1423164e297c9d95b4e02&node=pt29.1.5&rgn=div5 29 CFR 3.3 Part 5 Federal Contract Law Provisions] electronic signatures are defined as a com [[Category: Division 1]]

8 KB (1,208 words) - 15:30, 20 September 2023
808 - Fencing
When erecting woven wire fence, a line post must be placed every 15 feet (5 meters). Every end, corner, gate, angle, intersection or intermediate post [[Category: Division 8]]

6 KB (864 words) - 12:42, 19 January 2022
715 - Cleaning and Coating Existing Structural Steel
The Construction Field Services Division (CFS) maintains a recommended procedure guide for damaged coating repair th :EGLE, Waste and Hazardous Material Division

33 KB (4,797 words) - 11:46, 25 April 2023
403 - Drainage Structures
A drainage structure shall not be placed within 5 feet (1.5 m) of the spring point of a street return so that the transverse joint will ...ortar. The bricks or blocks are then laid in courses with mortar joints 0.5 inch (13 mm) thick ± 0.1 inch (3 mm). Mortar joints should be of uniform

7 KB (999 words) - 17:47, 12 January 2022
E-Construction
...for the purpose of records retention) is the date the Financial Operations Division (FOD) does the final billing to FHWA for federal funds. In addition to the | [//{{SERVERNAME}}/images_construction/5/5d/IPhone_as_mouse_in_Citrix_on_iPad.pdf IPhone as mouse in Citrix on Ipad]

12 KB (1,824 words) - 16:49, 18 April 2024
402 - Storm Sewers
...be considered cause for rejection, unless these defects exist in more than 5 percent of the entire shipment or delivery. ...’s marks designating the top and bottom of the pipe shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe.

16 KB (2,323 words) - 17:47, 12 January 2022
208 - Soil Erosion and Sedimentation Control (NPDES)
...ovals have been obtained, provide a copy to the Construction Field Service Division Resource Specialist for inclusion into the MiEnviro permit system. ...tions within that time frame are not possible the engineer must within the 5 days, submit a plan to EGLE describing the proposed actions. It is recomme

19 KB (2,830 words) - 17:02, 15 February 2024
102.17 Subletting Contract Work to Disadvantaged Business Enterprises (DBEs)
.../project engineer is notified of all commitments by the Contracts Services Division (CSD). The email notification includes all DBE commitment specifics and whe ...pecialist at 248-302-4589. Replacement of a DBE company requires a five (5) day written notice to the DBE firm with a copy to the construction/project

27 KB (4,137 words) - 14:31, 17 April 2024
102.02 Contents of Proposal - Progress Clause
5 to 10 weeks - Consult Work Zone Engineer 5 to 10 weeks - Consult Work Zone Engineer

14 KB (2,146 words) - 13:54, 29 November 2023
714 - Temporary Structures and Approaches
...For welded members, see American Welding Society, Bridge Welding Code, D1.5. <center>[[File:714 Fig 5.png|thumb|center|600px|Figure 714-5 - ASTM A6 permitted variatons in sectional dimensions]]</center>

19 KB (2,733 words) - 11:47, 19 January 2022
102.19 Evaluation of Contractor Performance and Contract Non-Compliance
...icable for trunkline projects with final completion dates on or after June 5, 2024. ...to local agency jobs and MDOT jobs with final completion dates before June 5, 2024.

20 KB (2,842 words) - 13:29, 4 October 2023
710 - Waterproofing and Protective Covers
...e concrete must be kept continuously wet and above 40 degrees for at least 5 days. Five cores must then be taken from the panel and tested in accordance Keep test panels continuously moist and above 40°F for 5 days after shotcrete application. Remove at least five cores from the test

15 KB (2,249 words) - 18:23, 15 February 2024
401 - Culverts
...’s marks designating the top and bottom of the pipe shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe. ...ng ability of corrugated metal pipe (CMP). A desirable minimum slope of 0.5 percent is suggested for CMP culverts. Every means should be taken to prov

15 KB (2,250 words) - 12:56, 4 October 2023
816 - Turf Establishment
...Slopes on the low side of superelevated pavements with superelevations of 5 percent and less, and tilted pavement of two or more lanes, will be set up [[Category: Division 8]]

15 KB (2,398 words) - 13:12, 26 July 2022
718 - Drilled Shafts
* Muck or clean out bucket – see Figures 4 and 5 for a muck bucket example. [[File:Fig 718-5.png|600px|framed|center|Figure 5. Muck bucket bottom]]

28 KB (4,324 words) - 11:40, 25 April 2023
103.02 Contract Revisions
In accordance with 23 CFR 635.102 and 23 CFR 635.120, FHWA’s Michigan Division has further clarified the definition of major changes as noted below: 5. Any changes to incentive requirements, liquidated damages, A+B provisions,

50 KB (7,380 words) - 16:11, 1 April 2024
823 - Water Mains
[[File:823-5.jpg|600px|thumb|center|'''Figure 5 - Hydrant Installation, with Gate Valve''']] ...veyor has provided stakes for the work. Typically survey stakes are offset 5 and 10 feet from the centerline of the work. There is potential that paint

18 KB (2,799 words) - 14:01, 27 September 2023
Section 701 - Portland Cement Concrete for Structures
...t use de-foaming (air- detraining) admixtures. Furnish concrete containing 5.0 to 8.0 percent entrained air, except as follows: ::'''1.''' Provide an entrained air content of 5.5 to 8.5 percent for concrete containing Type F or Type G admixtures;

12 KB (1,593 words) - 13:11, 26 July 2022
1003 - Quality Assurance (Acceptance) for Concrete
'''<nowiki>*</nowiki>''' Note that cementitious content may be reduced by 5% if a water reducer is used. '''<nowiki>*</nowiki>''' Note that cementitious content may be reduced by 5% if a water reducer is used.

26 KB (3,908 words) - 11:41, 10 January 2024

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